The possible effect of zeolite on water transport kinetics, mechanical properties and durability of cement mortars is investigated in this paper. The high desorptivity of cement mortars results in rapid dewatering when they are applied in the freshly mixed wet state to absorbent substrates in masonry construction. This paper particularly focuses on the dewatering that takes place due to the interaction of wet mortar and brick substrate in the freshly mixed state and the properties of cement mortars that are significantly influenced as a consequence of this interaction in the hardened state. The transfer sorptivity, time to dewater, setting time, consistence, strength and water penetration depth, along with the effect of dewatering on these parameters, were investigated not only for mortar/substrate optimisation in masonry construction but also for improved mechanical properties. The results obtained show that the ability to manipulate water transport kinetics and hence reduce mix-water loss during dewatering by using zeolite – a natural pozzolanic replacement material – is a vital feature of cement mortars not only for enhanced mechanical properties and durability but also for sustainable production of these mortars in construction practice.
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April 2017
Research Article|
January 30 2017
Effect of zeolite on dewatering, mechanical properties and durability of cement mortar
Shahram Derogar
Shahram Derogar
Department of Civil Engineering, Faculty of Engineering, European University of Lefke, Lefke, North Cyprus, Mersin 10, Turkey (sderogar@eul.edu.tr)
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Publisher: Emerald Publishing
Received:
October 22 2016
Revision Received:
January 03 2017
Accepted:
January 05 2017
Online ISSN: 1751-7605
Print ISSN: 0951-7197
ICE Publishing: All rights reserved
2017
Advances in Cement Research (2017) 29 (4): 174–182.
Article history
Received:
October 22 2016
Revision Received:
January 03 2017
Accepted:
January 05 2017
Citation
Derogar S (2017), "Effect of zeolite on dewatering, mechanical properties and durability of cement mortar". Advances in Cement Research, Vol. 29 No. 4 pp. 174–182, doi: https://doi.org/10.1680/jadcr.16.00156
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